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Bridge Statistics for Lake Wales, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 75ft / 23mTotal length
  • 152,986Total average daily traffic
  • 23,156Total average daily truck traffic
  • 157,288Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Lake Wales
  • No street view available for this location

New bridges in Lake Wales, FL - historical statistics
  • New bridges - historical statistics
  • 71960-1969
  • 11970-1979
  • 22000-2009
Average Bridge Daily Traffic in Lake Wales, FL
Average Bridge Truck Traffic in Lake Wales, FL
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 80.0%Good
  • 20.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 50.0%Good
  • 50.0%Satisfactory
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Structure Number: 160018,  Location: INTERSECT OF SR-60 US-27 (Lat: 27.897664,  Lng: -81.599869),  Route carried "on" structure: State highway 60,  Year Built: 1966,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 10,250 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 17,784 (year 2035),  Design Load: HS 20,  Features Intersected: US-27 (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.284,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 124.0m (406.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2016,  Other Special Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160018,  Location: INTERSECT OF SR-60 US-27 (Lat: 27.897664,  Lng: -81.599869),  Route carried "under" structure: US 27,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2013),  Truck Traffic: 11%,  Features Intersected: US-27 (SR-25),  Facility Carried by Structure: SR-60 WB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 160038,  Location: 1.2 MI EAST OF US-27 (Lat: 27.894183,  Lng: -81.581339),  Route carried "on" structure: State highway 60,  Year Built: 1966,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 24,000 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 41,640 (year 2038),  Design Load: HS 20,  Features Intersected: ALT. US-27 (SR-17)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160038,  Location: 1.2 MI EAST OF US-27 (Lat: 27.894183,  Lng: -81.581339),  Route carried "under" structure: Alternate US 27,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 2016),  Truck Traffic: 5%,  Features Intersected: ALT. US-27 (SR-17),  Facility Carried by Structure: SR-60
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 30.257,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 160134,  Location: INTERSECT US-27 AND SR-60 (Lat: 27.897522,  Lng: -81.599861),  Route carried "on" structure: State highway 60,  Year Built: 1966,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 10,250 (year 2016),  Truck Traffic: 26%,  Average Future Daily Traffic: 17,784 (year 2038),  Design Load: HS 20,  Features Intersected: US-27 (SR-25)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.374,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160134,  Location: INTERSECT US-27 AND SR-60 (Lat: 27.897522,  Lng: -81.599861),  Route carried "under" structure: US 27,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 24,630 (year 2016),  Truck Traffic: 13%,  Features Intersected: US-27 (SR-25),  Facility Carried by Structure: SR-60 EB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 3.027,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 160313,  Location: 16.4 MI EAST OF SR-27 (Lat: 27.838733,  Lng: -81.352844),  Route carried "on" structure: State highway 60,  Year Built: 2004,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 9,800 (year 2016),  Truck Traffic: 30%,  Average Future Daily Traffic: 17,003 (year 2038),  Design Load: HS 20,  Features Intersected: TIGER LAKE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.367,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Underwater Inspection Date: January 2018
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Structure Number: 160345,  Location: 0.5 MI N OF SR-60 (Lat: 27.904881,  Lng: -81.600800),  Route carried "on" structure: US 27,  Year Built: 2008,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 31,500 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 54,652 (year 2038),  Design Load: HL 93,  Features Intersected: CSXT RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.806,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 279.0m (915.4ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 58.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160951,  Location: 1.3 MI E OF US-27 (Lat: 27.894286,  Lng: -81.580256),  Route carried "under" structure: City street ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,200 (year 2014),  Truck Traffic: 15%,  Features Intersected: CSX R/R & PALM AVE,  Facility Carried by Structure: SR-60
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.352,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 164338,  Location: 0.2MI W OF US-27 (Lat: 27.956944,  Lng: -81.625444),  Route carried "on" structure: County highway 17A,  Year Built: 1976,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 4,856 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,425 (year 2035),  Features Intersected: PEACE CREEK DRAIN CANAL,  Facility Carried by Structure: THOMPSON NURSERY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.915,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 86.0m (282.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: June 2017,  Underwater Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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